KR920008900Y1 - Guard block in the road - Google Patents

Guard block in the road Download PDF

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Publication number
KR920008900Y1
KR920008900Y1 KR2019900001883U KR900001883U KR920008900Y1 KR 920008900 Y1 KR920008900 Y1 KR 920008900Y1 KR 2019900001883 U KR2019900001883 U KR 2019900001883U KR 900001883 U KR900001883 U KR 900001883U KR 920008900 Y1 KR920008900 Y1 KR 920008900Y1
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KR
South Korea
Prior art keywords
drainage
road
boundary stone
sewer
constitution
Prior art date
Application number
KR2019900001883U
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Korean (ko)
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KR910015538U (en
Inventor
이철우
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이철우
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Publication date
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Priority to KR2019900001883U priority Critical patent/KR920008900Y1/en
Publication of KR910015538U publication Critical patent/KR910015538U/en
Application granted granted Critical
Publication of KR920008900Y1 publication Critical patent/KR920008900Y1/en

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    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C11/00Details of pavings
    • E01C11/22Gutters; Kerbs ; Surface drainage of streets, roads or like traffic areas
    • E01C11/221Kerbs or like edging members, e.g. flush kerbs, shoulder retaining means ; Joint members, connecting or load-transfer means specially for kerbs
    • E01C11/223Kerb-and-gutter structures; Kerbs with drainage openings channel or conduits, e.g. with out- or inlets, with integral gutter or with channel formed into the kerb ; Kerbs adapted to house cables or pipes, or to form conduits
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C11/00Details of pavings
    • E01C11/22Gutters; Kerbs ; Surface drainage of streets, roads or like traffic areas
    • E01C11/224Surface drainage of streets
    • E01C11/227Gutters; Channels ; Roof drainage discharge ducts set in sidewalks
    • E01C11/229Shallow gutters, i.e. gutters forming a minor pothole

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Sewage (AREA)

Abstract

내용 없음.No content.

Description

도로경계석Road border

제1도는 본 고안의 사시도.1 is a perspective view of the present invention.

제2도는 본 고안의 다른 실시형태를 보인 사시도.2 is a perspective view showing another embodiment of the present invention.

제3도와 제4도는 제1도 및 제2도 실시형태의 사용상태 단면도.3 and 4 are cross-sectional views of the use state of the first and second embodiment.

* 도면의 주요부분에 대한 부호의 설명* Explanation of symbols for main parts of the drawings

3 : 경계석부분 4 : 배수로 구성부분3: boundary stone part 4: drainage component part

6 : 맨홀뚜껑 8, 8' : 하수구6: manhole cover 8, 8 ': sewer

14, 14' : 경사면 15 : 하수공14, 14 ': slope 15: sewer

본 고안은 도로 경계석에 관한 것으로, 특히 도로의 배수로 구성부분이 일체로 구성되는 도로 경계석에 있어서, 배수로 구성부분에 일체로 하수구부분이 형성된 도로경계석에 관한 것이다.The present invention relates to a road boundary stone, and more particularly to a road boundary stone in which a drainage component of a road is integrally formed, and a road boundary stone having a sewer portion integrally formed with the drainage component.

종래 도로에서 차도와 인도사이의 경계부분에는 차도의 배수로를 현장에서 시멘트몰타르로 시공함과 더불어 사각기둥형태의 도로 경계석을 정결하여 배열하며 하수구가 배수로의 한부분에서 별도 시공된다.In the conventional road, the boundary between the roadway and the sidewalk is constructed by cement mortar at the site of the driveway, and the road boundary stones of the square column shape are arranged and arranged, and the sewer is separately constructed at one part of the drainage road.

그러나 종래 이와같은 방법으로 시공하는 것이 현장에서 시멘트몰타르와 별도 운반된 도로 경계석을 이용하여 많은 인력과 비용을 들여 시공하는 것이므로 비경제적인 점이 있었다.However, the conventional construction in such a way was uneconomical because it uses a lot of manpower and cost by using the cement mortar and road boundary stone separately transported on site.

본 고안에 있어서는 종래의 이와같은 점을 감안하여 안출한 것으로, 전개시에 배수로를 구성하는 배수로구성 부분이 일체로형성된 도로경계석에서 배수로구성부분에 하수구부분을 일체로 형성하는데 그 목적이 있는 것인바 이를 첨부도면에 의거하여 보다 상세히 설명하면 다음과 같다.The present invention has been devised in view of such a conventional situation, and has a purpose to integrally form a sewer portion in a drainage passage portion in a road boundary stone in which a drainage passage portion constituting the drainage passage is formed integrally at the time of deployment. When described in more detail based on the accompanying drawings as follows.

제1도는 본 고안의 제1실시형태를 보인 것으로, 차도(1)와 인도(2)(제3도 참조) 사이에 배열되는 경계석부분(3)과 배수로 구성부분(4)이 예를 들어 시멘트몰타트로 일체가 되게 구성되며 배수로구성부분(4)의 상부경사면(5)에서 최저위부분, 즉 경계석부분(3)에 인접하여 맨홀뚜껑(6)이 얹히도록 벽(7)이 형성된 하수구(8)가 형성되어 있다.1 shows a first embodiment of the present invention, wherein the boundary stone portion 3 and the drainage component portion 4 arranged between the driveway 1 and the sidewalk 2 (see FIG. 3) are, for example, cement The sewer 8 is formed integrally with the malt and the wall 7 is formed so that the manhole cover 6 is placed on the lowermost part of the upper inclined surface 5 of the drainage constitution part 4, that is, adjacent to the boundary stone part 3. ) Is formed.

이와같이 구성된 제1실시형태의 도로 경계석(9)은 제2도에서 보인 바와같이 배수관(10)에 연결관(11)을 통하여 그 하수구(8)가 연결될 수 있다.The road boundary stone 9 of the first embodiment configured as described above can be connected to the sewer 8 through the connecting pipe 11 to the drain pipe 10 as shown in FIG. 2.

제2도에서 보인 배수관(10)은 예를들어 격벽(10')으로 격설된 우수배수관부(12)와 오수배수관부(13)를 갖는 것일수 있으며 제2도에서는 하수구(8)가 연결관(11)을 통하여 배수관(10)의 오수배수관부(13)에 연결되어 있다.The drainage pipe 10 shown in FIG. 2 may have, for example, a rainwater drainage pipe part 12 and a sewage drainage pipe part 13 arranged as a partition 10 ', and in FIG. 2, the drain 8 is connected to the drain pipe. It is connected to the sewage drainage pipe part 13 of the drainage pipe 10 through (11).

특히 제1도 및 제3도에서 보인 본 고안의 제1실시형태는 오수의 방출이 많은 지역에서 사용하기에 적합한 것이다.In particular, the first embodiment of the present invention shown in FIGS. 1 and 3 is suitable for use in areas with high discharge of sewage.

제2도는 본 고안의 제2실시형태를 보인 것으로, 제1도에서 보인 제1실시형태와 같이 경계석부분(3)과 배수로 구성부분(4)이 일체로 구성되어 도로경계석(9)을 구성하는 것이 동일하나 하수구(8')의 형태가 대형화로 달라져 있다.FIG. 2 shows a second embodiment of the present invention, and as in the first embodiment shown in FIG. 1, the boundary stone part 3 and the drainage component part 4 are integrally formed to form the road boundary stone 9. The same is the same, but the shape of the sewer 8 'is changed in size.

이 하수구(8')는 배수로 구성부분(4)에서 비교적 넓게 형성되어 있으며 상부측 내부에 맨홀뚜껑(6')이 얹히는 턱(7')이 형성되어 있고 이 턱(7')으로 부터 양측의 경사면(14)(14')이 연장되어 배수로구성부분(4)의 전방측 저면에 하수공(15)을 형성하며 이 하수공(15)이 연결관(11')을 통하여 배수관(10)의 우수배수관부(12)에 연결된다. 이러한 제2실시형태는 주로 우수의 집수량이 많은 도로부분에 사용할 수 있는 것으로, 비록 배수관(10)이 단일관형태인 경우에도 우수와 오수의 광범위한 집배수가 가능한 잇점을 준다.The sewer 8 'is formed relatively wide in the drainage constituent part 4, and a jaw 7' on which the manhole cover 6 'is placed is formed inside the upper side, and both sides from the jaw 7' are formed. Of the inclined surfaces 14 and 14 'extends to form a sewer hole 15 in the bottom surface of the front side of the drainage constitution part 4, and the sewer hole 15 is connected to the drain pipe 10 through the connection pipe 11'. Is connected to the drainage pipe portion 12 of the. This second embodiment can be mainly used for the road part with a large amount of rainwater collection, and even if the drainage pipe 10 is in the form of a single pipe, it provides the advantage that a wide range of water drainage of rainwater and sewage is possible.

Claims (2)

경계석부분(3)과 배수로구성부분(4)이 일체로 구성된 것에 있어서, 경계석 부분(3)에 인접하여 배수로 구성부분(4)에 맨홀뚜껑(6)이 덮히는 하수구(8)가 형성되어 있음을 특징으로 하는 도로경계석.In the case where the boundary stone part 3 and the drainage constitution part 4 are integrally formed, a sewer 8 is formed in which the manhole cover 6 is covered in the drainage constitution part 4 adjacent to the boundary stone part 3. Road boundary stone characterized in that. 청구범위 1항에 있어서, 배수로구성부분(4)에 형성되는 하수구(8')가 배수로구성부분(4)에서 넓게 형성되고 내부양측에서 경사면(14)(14')이 연장되어 배수로 구성부분(4)의 전방측 저면에 하수공(15)을 형성함을 특징으로 하는 도로경계석.According to claim 1, a drain 8 'formed in the drainage constitution part 4 is formed in the drainage constitution part 4, and the inclined surfaces 14, 14' are extended on both sides of the drainage constitution. Road boundary stone, characterized in that to form a sewer 15 in the bottom of the front side.
KR2019900001883U 1990-02-20 1990-02-20 Guard block in the road KR920008900Y1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR2019900001883U KR920008900Y1 (en) 1990-02-20 1990-02-20 Guard block in the road

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR2019900001883U KR920008900Y1 (en) 1990-02-20 1990-02-20 Guard block in the road

Publications (2)

Publication Number Publication Date
KR910015538U KR910015538U (en) 1991-09-25
KR920008900Y1 true KR920008900Y1 (en) 1992-12-24

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Family Applications (1)

Application Number Title Priority Date Filing Date
KR2019900001883U KR920008900Y1 (en) 1990-02-20 1990-02-20 Guard block in the road

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Publication number Publication date
KR910015538U (en) 1991-09-25

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